Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994851 DEA: 034J5004 EFIS: 0323000177
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-51-0.24/0.24
Work Description:
Location Description:
Contractor Name: Lamon Construction Co., Inc.
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Kenneth Haas Structure Rep.: Eric Duray
DIME Sample ID: 2023-05-31-34
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Per Request
Type of Material: Concrete Core
Sample Taken Date: 05/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2023
The quantity of what the sample constitutes: 3 Concrete Cores
A brief description of the sample: 4x6 Concrete Cores
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Fort Sutter Viaduct
The fabricator/manufacturer/facility name: Caltrans
Detail description: Concrete
Structure names: Fort Sutter Viaduct
Type of material: Concrete
DIME Test ID: 2023-05-31-34-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/06/2023
Date Tested: 05/31/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Core #1 | Length: 4.87" | Diameter: 4.09" | Correction Factor: 0.935 | Corrected Strength: 4937 psi
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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Number of specimens
|
1
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Test performed
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With no density determined
|
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Capped in accordance with?
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ASTM C39 - Ground End
|
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Average diameter of cylinder 1
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4.09 in
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Cross sectional area of cylinder 1
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13.14 in^2
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Compressive strength of cylinder (to nearest 10 psi)
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4960 psi
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Maximum load on cylinder 1
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69341 lb
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Type of fracture pattern of cylinder 1
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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0.94
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Age of specimen
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0 days
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Age of specimen in hours
|
3 hours
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DIME Test ID: 2023-05-31-34-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/06/2023
Date Tested: 06/05/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Core #2 | Length: 5.57" | Diameter: 4.08" | Correction Factor: 0.944 | Corrected Strength: 5025 psi
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
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|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
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4.08 in
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|
Cross sectional area of cylinder 1
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13.07 in^2
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Compressive strength of cylinder (to nearest 10 psi)
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5080 psi
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Maximum load on cylinder 1
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69929 lb
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Type of fracture pattern of cylinder 1
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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0.95
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Age of specimen
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5 days
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Age of specimen in hours
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0 hours
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DIME Test ID: 2023-05-31-34-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/06/2023
Date Tested: 06/05/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Core #5 | Length: 5.62" | Diameter: 4.09" | Correction Factor: 0.945 | Corrected Strength: 4772 psi
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C39 - Ground End
|
|
Average diameter of cylinder 1
|
4.09 in
|
|
Cross sectional area of cylinder 1
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13.14 in^2
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Compressive strength of cylinder (to nearest 10 psi)
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4770 psi
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Maximum load on cylinder 1
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66021 lb
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Type of fracture pattern of cylinder 1
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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0.95
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Age of specimen
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5 days
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Age of specimen in hours
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0 hours
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DIME Test ID: 2023-05-31-34-4
Test Method: ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Verified Date: 06/06/2023
Date Tested: 06/01/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Core #2
Test Result Compliance:
Additional Comments When Verified:
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Number of Specimens
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2
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Predicted Compressive Strength (specimen 1)
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4937 psi
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Predicted Compressive Strength (specimen 2)
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4937 psi
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Diameter (specimen 1)
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4.08 in
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Diameter (specimen 2)
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4.08 in
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Length (specimen 1)
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5.57 in
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Length (specimen 2)
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5.57 in
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Cross sectional area specimen 1
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13.0741 in^2
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Cross-sectional Area (specimen 2)
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13.0741 in^2
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Age (specimen 1)
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1 days
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Age (specimen 2)
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1 days
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Static Modulus of Elasticity (specimen 1)
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10.76 msi
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Static Modulus of Elasticity (specimen 2)
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10.73 msi
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Average Static Modulus of Elasticity
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10.745 msi
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Curing and environmental histories
|
Concrete Core
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DIME Test ID: 2023-05-31-34-5
Test Method: ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Verified Date: 06/06/2023
Date Tested: 06/01/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Core #5
Test Result Compliance:
Additional Comments When Verified:
|
Number of Specimens
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2
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|
Predicted Compressive Strength (specimen 1)
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4937 psi
|
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Predicted Compressive Strength (specimen 2)
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4937 psi
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Diameter (specimen 1)
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4.09 in
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Diameter (specimen 2)
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4.09 in
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Length (specimen 1)
|
5.62 in
|
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Length (specimen 2)
|
5.62 in
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Cross sectional area specimen 1
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13.1382 in^2
|
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Cross-sectional Area (specimen 2)
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13.1382 in^2
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Age (specimen 1)
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1 days
|
|
Age (specimen 2)
|
1 days
|
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Static Modulus of Elasticity (specimen 1)
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12.12 msi
|
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Static Modulus of Elasticity (specimen 2)
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12.3 msi
|
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Average Static Modulus of Elasticity
|
12.21 msi
|
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Curing and environmental histories
|
Concrete Core
|
DIME Test ID: 2023-05-31-34-6
Test Method: ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Verified Date: 06/06/2023
Date Tested: 06/05/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Core #2
Test Result Compliance:
Additional Comments When Verified:
|
Number of Specimens
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2
|
|
Predicted Compressive Strength (specimen 1)
|
4937 psi
|
|
Predicted Compressive Strength (specimen 2)
|
4937 psi
|
|
Diameter (specimen 1)
|
4.08 in
|
|
Diameter (specimen 2)
|
4.08 in
|
|
Length (specimen 1)
|
5.57 in
|
|
Length (specimen 2)
|
5.57 in
|
|
Cross sectional area specimen 1
|
13.0741 in^2
|
|
Cross-sectional Area (specimen 2)
|
13.0741 in^2
|
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Age (specimen 1)
|
5 days
|
|
Age (specimen 2)
|
5 days
|
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Static Modulus of Elasticity (specimen 1)
|
11.55 msi
|
|
Static Modulus of Elasticity (specimen 2)
|
11.59 msi
|
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Average Static Modulus of Elasticity
|
11.57 msi
|
|
Curing and environmental histories
|
Concrete Core
|
DIME Test ID: 2023-05-31-34-7
Test Method: ASTM C469-14: Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression (Static Modulus of Elasticity)
Verified Date: 06/06/2023
Date Tested: 06/05/2023
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test: Core #5
Test Result Compliance:
Additional Comments When Verified:
|
Number of Specimens
|
2
|
|
Predicted Compressive Strength (specimen 1)
|
4937 psi
|
|
Predicted Compressive Strength (specimen 2)
|
4937 psi
|
|
Diameter (specimen 1)
|
4.09 in
|
|
Diameter (specimen 2)
|
4.09 in
|
|
Length (specimen 1)
|
5.62 in
|
|
Length (specimen 2)
|
5.62 in
|
|
Cross sectional area specimen 1
|
13.1382 in^2
|
|
Cross-sectional Area (specimen 2)
|
13.1382 in^2
|
|
Age (specimen 1)
|
5 days
|
|
Age (specimen 2)
|
5 days
|
|
Static Modulus of Elasticity (specimen 1)
|
9.05 msi
|
|
Static Modulus of Elasticity (specimen 2)
|
8.93 msi
|
|
Average Static Modulus of Elasticity
|
8.99 msi
|
|
Curing and environmental histories
|
Concrete Core
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